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HomeMy WebLinkAboutLot 35-43 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE* APPENDIX ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT NO , 2 LOT NOS, 35 - 43 THE LEGENDS PHASE 7 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE a 1X• BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL 24 23 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. 2 5 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 22 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTHREGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � TEMECULA 2 6 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL `��5 �� WAY SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 1 ' FILLS OVER DEEP. S��F, 27 21 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SITE 28 WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF q� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUISSUANDING IN ACCORDANCE WITHPERMTHE CERTIFICATION GRADINGPLAN PRIOR �.F� 29 2 O COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE* GRADE. ELEVATION AND AT N F T F SHALL BE 0 � G � COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ! LOCATION 0 CU ILL SLOPES. c GOLF C O J R S� 30 57 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS• CALIF4RNlA � T� �O , ���7 � ` � � 1g THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. .� 3 1 58 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL q 8. FINAL COMPACTION REPORT will BE REQUIRED FOR ALL FILLS GREATER LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE ,Po �q 3 2 5 6 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY THAN ONE FOOT. RANCH 'p�j4 18 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS of �j 3 3 5 9 THE EXISTING GRADED PAD CONDITIONS BY LEIGHTON & ASSOC. DATED 15 55 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUNDUTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JULY 16. 1998 AND AS GRADED REPORT OF FINE GRADING '> 17 DATED AUGUST 8, 2000. TWO SETS OF THE FINAL COMPACTION TEMECULA SITE 34 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER 60 ........... . 5 ASSUMES N 0 LIABILITY AST0 THE EXACT LOCATION 0F SAID LINESSREP RT SHALL BE SUBMITTED T0 THE ENGINSERING DEPARTMENT WHICH NT.s. NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ..,...: � 16 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 53COURSE ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 6 1 _ EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 52 �f� �O � ��� � � ` � � AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 15 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRAD AN DRAINAGE INSPECTION. THIS INSPECTION MUST BEAPPROVEDPRIOR TOBUILDING _ ' 4 4 51 PERMIT FINAL INSPECTION FOR EACH LOT. 8 !1 45 50 14 PHONE: (909 ) 694-6411 39 h' LEGEND 4 46 13 TOP OF WALL.............. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ••••••--•••-----------------•••••••••••••••••-----••••--•-•------•••• TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING ......... TF .:.... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM '42 47 ...................................�"""'•""•-'"••"' """ """""-' EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT CODE "" 1 TOP OF CURB ELEVATION ..................................................................... TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 4 68 4 g PAD ELEVATION ............................ 11 FINISHED FLOOR ELEVATION 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUSSITE49 • ' FINISHED RA T N G DE ELEVATION............ ............. . . .:............................: MATERIAL. FG .................... 10 HIGH POINT --- 6 9 HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL i5 TO BE PLACED. Q, TOP SLOPE .... ... 62 "--....... ................................... THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL -••••••••••••••••••••••••••••----•• TS - SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A70 66 g FLOW LINE ......................... REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP OF GRATE ELEVATION ..... TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION .......................................................... GF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 63 8 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT71 Q 6 5 EXISTING ELEVATION ........................................................................ (9170) PROPERTIES. 7 FIRE HYDRANT LOCATION................................................................... 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT . 16, ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 7 2 6 q DIRECTION OF DRAINAGE FLOW .............................................. _ _ NNW _ FUNCT I ON, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ................................ ,AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 73 ADJOINING PROPERTIES DURING GRADING OPERATIONS. `' 5 APPROXIMATE LOCATION OF ELECTRIC METER .............. .. ..... D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................... S TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 0 0 4 WATER LATERAL AND WATER METER LOCATION ......................................... D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 o IN z z Cm 7 4 VERTICAL HEIGHT. z Q_ .4 ? 3 ELECTRICAL TRANSFORMER ............. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION F N o ~ o INDEX MAP POWER LINE AND HANDHOLES .............................................................•... D 0 BUILDING LOT ................................................. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOU I RED. THE °� � LINE W '^' 1 "=100' TELEPHONE SERVICE Q ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 3' MIN. 4K ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE I S REQUIRED* THE � 5 MIN' o � 1 GRATE ............................................................................................... ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. '~ cD z o 1 " z W ` AIR VALVE.. --------------------------------------------------- 0 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA L,U_ MIN. � �1N• ,_ v v TELEVISION PLATFORM ......................................................................... ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2� MpX SLOPES OVER 15' IN VERTICAL HEIGHT• IN ADDITION TO GROUND COVER. 1y BACKWATER BACKWATER VALVE ••••-•-••----•---------•----------------------•------".- Q SHALL BE PLANTED WITH APPROVED TREES• SHRUBS• OR COMBINATION ��y MIN• CENTER; COMBRUBS SHALL BE NATIONSs 15' ONANTED AT CENTTERS.10SLOPESEOVER54'TRINEVERTO' ONICALL AX. GRADED GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6'MIN.� LOT FG. PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. LOT FG. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. OPTIONAL RETREAT IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE NOT TO SCALE OPTIONAL RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE BALCONY PERMITTED* - ----- r-- ESTIMATED - EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG �--� NO. LOTS CY/LOT TOTALS CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN ~ - 2 3 4 INDICATES FINISHED FLOOR ELEV. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY -�y. MIN. FF-100.0 FF=100.0 FF=100.0 FF-100.0 9 15 135 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. W �r PE=99.3 PE=99.3 PE=99.3 PE-99.3 INDICATES PAD ELEV. 1 2 3 4 CONSTRUCTION NOTES AND QUANTITIES 0,��ti�• `I HP INDICATES BUILDING TYPE CURB ': • ,�\• PER PLAN 6 EA Q THROUGH THE CURB DRAIN • .• I SEE DETAIL THIS SHEET Q PLACE 6"PVC (CL 150) o s=0.57. MIN 525 LF FS [ = = • PER PLAN 12.0% •: Q PLACE 3 PVC (SCHEDULE 40) 60 LF FS MAX 30 - PER PLAN J r PLACE 4'PVC (CL 150) a 3-1.0% MIN 206 LF 1N FG• 5' MIN. 3 MI • 1% MIN. PER PLAN DIG ALERT FG TM R P DEEPENED FOOTING v 10'MIN (TYP) RIGHT OF WAY CJ PER PLAN Q AS REQUIRED. UTILITY SERVICE POINT .. _ GD 07 !15 Gle CALL � �•� � � � �� � �� � � - . � . � :. - . . • LD 01-023 GR BEoFOU TYPICAL LOT GRADING DETAIL N EXIST. CURB AND GUTTER NOT TO SCALE RICK ENGINEERING ComPANY r�soo-227-2600 BUILDING FOOTPRINTS UNDERGROUND SERVICE ALERT NOT TO SCALE s.n mw tea. om" rhodf& 7ucm Callat least 2 working days prior to excavating. Tm 1223 University Ave.,9h..240•Rt rrkio,CA 92547-3418•(1b9)7A2-0707.FAX ")782-OM•rnrw rickena a•� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESSi Desi fined by Drawn by Checked by SCALE �p � RECOMMENDED BY. Drawing No. 9-14•ol R � f�DDED AREA pRR/itl5 TD G07 At/ �.'�.�.o� COUNTY OF RIVERSIDE B.M. T-29-81 �Q�` �,cHE� �`y EH EH EMR DATE: 3 �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal Contractor 2-1/2 BRASS DISK IN CONCRETE CYLINDER, v 3 P Prepared Under Supervision Of IN THE N.w. CORNER OF THE INTERSECTION �J W No. 46804 z � ACCEPTED BY: 1 L A� PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD. WITH MARGARITA +- ,/ DAM - 1 -. RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-30-03 p'L Date 2 / RONALD J. PARKS "'� 23371-FInspector of P.P. (No NUMBER), 94' NORTH OF THE CENTER RATICAN DEPUTY DIRECTOR OF PUBLIC WORKSTRACT NO. LOT NOS. 35-43 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical �a WITNESS POST 1.0' WEST OF MONUMENT. Sl4T CI V IV �p N 19744 Expires 9-30-01 -r, Sheet 1 of Date Cmplt d N/A f� CA��F° R.C.E. No, 46804 Expire3 6-30-03 Epi es ��''• "�' ��; 2 � ELEVATIoNe II28.4I0 (ADJ. 9-I3-82) R.C.E. o. • THE LEGENDS PHASE 7 O G:\d-13212\212pgd132.dgn PLOT DATE:27-FEB-2001 JN 13212 l , , 1 I 1 TRACT NO , 23311 - 15 I GOLF CURSE I I 11 1 1 1 • ► 1 50.00' 2=1 SLOPE ► + EXIS 0, 63.2 ► 1 50.0 FG . I 1 SUBDIVISION BOUNDARY ra 29. 2' 63.2 , � 62.9 1 61.8 I I , , ► 111111111111��!Jjjjjlmm\ 19. 4 FG w 1 w , ► , N=Q1 38.28 N FG HP 62.6 ► , 53.6 66.60 . 53.6 �56? 98 44.02 9. 59.4 61.8 61.5 4 I I ► + ; FG 53.3 ° 01 �,'• FG S,P•0 56.3 \,9004 N FG Fc HP FL �" ► s + HP "' F ,.-."' H FG FG = 59.1 1261.8 W 62.6 r I 1 ► + � HP 1258.7 F � ' TRACT NO . 23371 %-- 15 r I ► � __ FL 1 61.2 ' 3 4 GOLF COURSE LA " � ' 58.7 �-�'� g FL 1 _ I ► , , F 1 , 35► PE=1264.2 ' ' ► 53.0 53.0 55.8 L 61.2 8� PE=1263.2 $ 1 I + ► FL FL SS.fi FL 58.9 6. ' FL 36 1 FF=1263.9 1 FL PE=1261.8 ► 1B A I I i i PE=1253.6 '� FL 4.2' FF=1262.5 } + FF=1254.3 38 6.9 3 I ' PE=1256.3 ' PE-12 9.4 1 1 3B I I i i ► 3C FF=1257.0 1 FF=1260.1 I ► ► J 2A o 4A ; � ' , 62.0 Ui 1 -A FL 1 I Cr. I i i °CD �'. o o GF=1263.2 6 I � I i i FL v 62.0 � 0.5 DEEPEN � � FOOTING b0.7 GF=1261.8 �►� FL c , , ► 14.1 r rn • F- 58 3 ► FL 6�' 60.5 z V) v)J ; GF=1253.6 I , C3::: GF=1259.4 • x x w 1 ; d 54.9 GF=1256.3 FL ; FL c •-r, w w n+ ; 52.3 FL 55.1 58.2 1261.8 TW 6.2' CP N a "' ' I L FL .4 FL .3' FL 1258.0 TF �,� di ao -` -*' / .. ' cam, 5.0' c� % -b Ln o -r, gyy --a (A V, LA (A 6 LL. Ln Lilt . . '9�, '� BW o�, o % Li �? • m a, `^ � �^,� as -n JDn N •- BW N • r - Q N BW cr :a cv Ln Ln 1 I w I 1. l N ♦` '� N / c� L-49 25 r �+ 1 Ln FG + L.FoddW I 41 64' r 54.00' r =58.71' • ' ' �, �, 0? a r- 00 LU A 10 A. �� 0­1 11 51. 7 TC co ii }- r - I I ' o 0 1252.48 TC o o I 12 5. TC + WIDEN D� ET �. --�" r �--- s7p\E o -•.� �.. J.. -.-- ca00 CO 250 vc �, wwpwp 1.83% 6o VC r IRESTONE N 00+ 1 2.61/. 11 cn � �� I°° 1 59 er -� 10+00.00 CL FIRESTONE STREET= I �� ' " ^� %4Z 7 T I 86+11.03 CL TEMEKU DRIVE �`"' 1250. 4 T o -mac 12221 ` -.� w ._.-r _< 0 1261.8 FG C X- <.., 65.10 /0 -tie n , :: :::•:. �=18.53 LL! \ � / \ ~ r C,a � N 41 V- Lj_ W LL up � �'LU CA On r- L_oWNft ..r � - 1 N ^ Ln kn Ln Ln in Q -: 0 ,'3144 1 O� 04 q � I � n a PE=1263.0 r- r ,� , 5 3' 1 59.6 .1 .5 � u., Z 52.0 54.g .5' 57.5 FL rn a; i i°� ► 6 d FL 1 .0' 54.7 0[A FL °' ' '�' .o_= W? jib FL FL =_ �v 11.2 A=� GF=1260.9 � w / f ! ► mow-- S W �rn o r r f ;r,o GF=1253.3 i 8- GF=1256.1 C,m� O Q 5 W z s.7 r I h -0 GF=1258. 1 a l r m , ©� 54.7 16 Z 1 r••aooI TRACT X10 23311 - 9 // f , �� I r° / o 52.0 o a , 57.6 FL o D �471 ' 59.9 o et• Mf1 FLF� o L � � 41 �� cl 42 40 5� 6 _ 1 PE=1253.3 5 V.`�-., PE=1256.1 S o PE=1258.8 3 FF=1256 8 A°�l I FF=1259.5 PE-1260.9 FF=1254.0 5, , 2 B R • 5 1CR o ► FF=1261.6 A 45 1BR , 1�� `6 S�T� , 5 ''►�' , o 3AR PE=1262.6 �j. Q, 5 I 3 IE , 0 6Q.3 0 5 �`• 5 �y. 60.3 FL N 55.4 55.6 1 FL FL 52.6 FL 58.2 / H � / 60.6 ' r 52.6 FL 58.1 FL FL A 1 - 55.8 FL 1 L � HP 53' fir, 53.0 53.3 HP 58.5 6 �~ 60.9 ►; 11111111111111111 Fc Qi HP FG 56. _..: 6.1 58. � HP o 9 FG • ---/'Fc s4.00� �c �c e.41, FG 61.34, / // / ' ' f 90.14' 13.86 l , r d 1 46 / // r ,� p� (? 58.8 PE=1261.2 / r r E 69 �' `� EXIST 2:1 SLOP FG Hl� � l r , , Xtsr E / �;, h h 6 8 DIG ALERT TM ��' CAUTION: LD 01- 115 GR BEFORE . ,_ r LD 01-023 GR YOU DIG! EXACT LOCATION OF EXISTING SCALE. 1 - 20 1-800-227--2600 UNDERGROUND FACILITIES IS RICK IENG=RING COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 aNat least 2 working days prior to excavating. VERIFY IN FIELD. am mw Rim" am. rb� n,� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: geed by Drawn by Checked b izzs vniversityAw.,3b.��Q•Riwrs►�,Ca r�roy.s�,r•hor��s-mm•r�x Desi (M)7rs-OM-ww Ackmga. SCALE ESS1N y °>-t4-oi REG 1FvvED AREq�ie,�,,v3 ra nor,¢./ q. ,�� %CHE EMR/EH EH EMR RECOMMENDED BY: DATE: 3 Ot 4/ Drawing No. �' � C I T Y OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal K (+ w No.�6e04 z � Plans repored Under Supervision Of 3 Inspector SEE SHEET NO. 1 1"=20' Exp.6-30-03 ACCEPTED BY: DATE; Z o/ P Date O RONALD J. PARKS PRECISE GRADING PLANS Vertical Civet. EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT N0. 23371-F LOT NOS. 35-43 Dat® Cmp It'd N/A 4rF OF CA1.\� R.C.E. No. 46804 Expires 6-30-03 4~�:� i,� �; THE LEGENDS PHASE 7 R.C.E. No. 19744 Expires 9-30-01 y�, ..� Sheet 2 of 2 •ir,�N. q:\d,13212\212PGD 133.d9n PLOT DATES 27-FEB-2001 A 13212